The role of coarse aggregates in hydrophobized hydraulic concrete
Source abstract
Abstract
Concrete materials with decreased water-absorption characteristics are optimum for some construction applications. Hydrophobicity accompanied by decreased water absorption in a concrete material can be achieved through its formulation with hydrophobic silica particles. Despite this effect of hydrophobic additions to concrete, the water absorption and hydrophobicity of the final concrete materials can be affected by the water affinity of the coarse aggregates used in their preparation. The role of these coarse aggregates was studied in concrete with added hydrophobic silica particles and prepared with three coarse aggregates with marked differences in their water absorption: quartz rocks (low), igneous andesitic rocks (medium) and igneous basaltic rocks (high). The hydrophobicity and water-absorption characteristics of the concrete materials depended on the coarse aggregates used in their preparations. The materials prepared with quartz as coarse aggregates produced less water-absorbing materials. In contrast, the use of igneous basaltic rocks produced materials with greater absorption. A pretreatment involving impregnation of the igneous basaltic rocks with hydrophobic particles before their use in the preparation of concrete material caused significantly decreased water absorption.
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Research context
OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Grouting, Rheology, and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Facultad de Ingeniería, Universidad de Costa Rica, San José, Costa Rica
Escuela de Química and Centro de Investigación en Ciencia e Ingeniería de Materiales, Universidad de Costa Rica, San José, Costa Rica
References (22)
Show source-provided references
1. 10.1007/978-94-007-7945-710.1007/978-94-007-7945-7 ↗
2. Mindess S · 2019
3. 10.1007/978-3-030-10510-510.1007/978-3-030-10510-5 ↗
4. Kosmatka SH · 2016
5. 10.1016/j.jobe.2020.10133710.1016/j.jobe.2020.101337 ↗
6. 10.1016/j.porgcoat.2018.04.02410.1016/j.porgcoat.2018.04.024 ↗
7. 10.1016/j.conbuildmat.2018.02.19110.1016/j.conbuildmat.2018.02.191 ↗
8. Bissonnette B · 2016
9. Neville A · 2010
10. 10.1016/j.conbuildmat.2019.06.08610.1016/j.conbuildmat.2019.06.086 ↗
11. Metha K · 2006
12. 10.1016/j.conbuildmat.2018.02.19110.1016/j.conbuildmat.2018.02.191 ↗
13. 10.1016/j.conbuildmat.2018.03.23310.1016/j.conbuildmat.2018.03.233 ↗
14. 10.3934/matersci.2019.6.102010.3934/matersci.2019.6.1020 ↗
15. Barnat-Hunek D · Materials · 2021 · 14 · 1
16. 10.1061/(ASCE)MT.1943-5533.000070710.1061/(ASCE)MT.1943-5533.0000707 ↗
17. 10.1061/(ASCE)0899-1561(2009)21:9(518)10.1061/(ASCE)0899-1561(2009)21:9(518) ↗
18. Gruyaert E · Journal of Materials in Civil Engineering · 2014 · 27 · 1
19. 10.1016/j.conbuildmat.2019.11667810.1016/j.conbuildmat.2019.116678 ↗
20. ASTM · 2020
21. 10.1016/j.colsurfa.2006.03.00810.1016/j.colsurfa.2006.03.008 ↗
22. 10.1177/00219983780120020110.1177/002199837801200201 ↗